Monitoring of autogenous crack healing in cementitious materials by the nonlinear modulation of ultrasonic coda waves, 3D microscopy and X-ray microtomography

被引:43
作者
Hilloulin, Benoit [1 ,2 ]
Legland, Jean-Baptiste [3 ]
Lys, Elisabeth [4 ]
Abraham, Odile [3 ]
Loukili, Ahmed [1 ]
Grondin, Frederic [1 ]
Durand, Olivier [3 ]
Tournat, Vincent [5 ]
机构
[1] Ecole Cent Nantes, UMR CNRS 6183, Inst Rech Genie Civil & Mecan GeM, 1 Rue Noe, F-44321 Nantes, France
[2] Univ Ghent, Magnet Lab Concrete Res, Technol Pk Zwijnaarde 904, B-9052 Ghent, Belgium
[3] IFSITAR, GERS, CS4, F-44344 Bouguenais, France
[4] Ecole Mines Nantes, UMR CNRS 6457, IN2P3, SUBATECH, 4 Rue Alfred Kastler, F-44307 Nantes, France
[5] Univ Maine, LAUM, CNRS UMR 6613, Ave O Messiaen, F-72085 Le Mans 9, France
关键词
Self-healing; Concrete; Cracks; Ultrasonic wave speed; 3D microscopy; X-ray microtomography; LOW-PERMEABILITY CONCRETE; DIFFUSE ULTRASOUND; FRACTURE SURFACES; DAMAGE ASSESSMENT; HIGH-STRENGTH; SELF; INTERFEROMETRY; PASTE; QUANTIFICATION; SPECTROSCOPY;
D O I
10.1016/j.conbuildmat.2016.06.138
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this work the non-destructive monitoring of the self-healing progress of cracked mortars is presented through the use of three combined methods: nonlinear Coda Wave Interferometry, 3D microscopy and Xray computed microtomography (CT). The aim of the acoustic method is to compare, at various healing stages, both the ultrasonic velocity variations and decorrelation coefficients between a reference coda signal and a signal perturbed by a high level lower-frequency elastic wave. The decrease in the relative variation of the extracted nonlinearities demonstrates its ability to accurately monitor global crack filling. 3D microscopy also reveals this capability. Measurement results of these two techniques agree for the influence of age at cracking on healing potential. In reducing the voxel size to 12 pm, X-ray CT images confirm the creation of localized bridges between crack faces and provide information on their location. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:143 / 152
页数:10
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